26-8637_-_Exhibit_J_-_02_NE-LTA09_-_specifications_SS_2025.12.19.pdf

NESA Perimeter Wellfield

Production Well NE-LTA-09

Contract Documents and Technical Specifications

Prepared for:

Collier County

Issue Date:

December 2025

Issued for Bid

Collier County, Florida

©2025 CDM Smith 6295-253752

All Rights Reserved November 2025

NESA Perimeter Wellfield Seals Page Production Well NE-LTA-09 000107 Collier County, Florida Issued for Bid

DOCUMENT 000107 - SEALS PAGE

1.1 DESIGN PROFESSIONALS OF RECORD

A. Civil Engineer

1. Clay Tappan, PE

2. License #42772.

3. Responsible for:

Division 01 – General

Section 012000 – Measurement and Payment

Section 013300 – Submittal Procedures

Division 31 – Earthwork

Section 312316 – Excavation – Earth and Rock

Section 312319 – Groundwater Control for Open Cut Excavation

Section 312323 – Backfilling

Section 314000 – Shoring, Sheeting and Bracing

Division 32 – Exterior Improvements

Section 329200 – Restoration by Sodding or Seeding

Division 33 – Utilities

Section 330502 – High Density Polyethylene (HDPE) Pipe and Fittings

Section 330504 – Ductile Iron Pipe (DIP) and Fittings

Section 330518 – Laying and Jointing Buried Pipelines

Section 330520 – Pipe Removal and Abandonment

Section 331200 – Water Valves and Appurtenances

This item has been digitally signed and sealed by Clay Tappan on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed, and the signature must be verified on electronic copies.

NESA Perimeter Wellfield Seals Page Production Well NE-LTA-09 000107 Collier County, Florida Issued for Bid

B. Structural Engineer:

1. William Kiahon, PE

2. License #60135.

3. Responsible for:

Division 03 – Concrete

Section 033000 – Cast-In-Place Concrete

Section 036000 – Grouting

Division 13 – Special Construction

Section 133419 – Metal Building Systems

This item has been digitally signed and sealed by William Kiahon on the date adjacent to the seal.

NESA Perimeter Wellfield Seals Page Production Well NE-LTA-09 000107 Collier County, Florida Issued for Bid

C. Process Mechanical Engineer:

1. Isaac Holowell, PE

2. License #83413.

3. Responsible for:

Division 40 – Process Interconnections

Section 400506 – Couplings, Adapters, and Specials for Process Piping

Section 400507 – Hangers and Supports for Process Piping

Section 400519 – Ductile Iron Process Pipe

Section 400522 – Stainless Steel Process Pipe

Section 400531 – Thermoplastic Process Pipe

Section 400551 – Common Requirements for Process Valves

Section 400557 – Actuators for Process Valves and Gates

Section 400561 – Gate Valves

Section 400563 – Ball Valves

Section 400564 – Butterfly Valves

Section 400565.35 – Globe Body Silent Check Valves

Section 400567.13 – Reduced-Pressure Zone Backflow Preventers for

Process Service

Section 400578.29 – Combination Air Valves

Division 43 – Process Gas and Liquid Handling, Purification and Storage

Equipment

Section 432520 – Submersible Turbine Pumps

This item has been digitally signed and sealed by Isaac Holowell on the

NESA Perimeter Wellfield Seals Page Production Well NE-LTA-09 000107 Collier County, Florida Issued for Bid

D. Electrical Engineer:

1. Spencer J. Perry, PE

2. License #62587.

3. Responsible for:

Division 26 – Electrical

Section 260010 – Supplemental Requirements for Electrical

Section 260011 – Facility Performance Requirements for Electrical

Section 260510 – Limited Electrical for Small Projects

Section 260573 – Power System Studies

Section 262200 – Low-Voltage Transformers

Section 262416 – Panelboards

Section 262505 – 480V Control Panels

Section 264113 – Lighting Protection for Structures

Section 264313 – Surge Protective Devices for Low-Voltage Electrical

Power Circuits

This item has been digitally signed and sealed by Spencer Perry on the

NESA Perimeter Wellfield Seals Page Production Well NE-LTA-09 000107

E. Automation Engineer:

1. Michael Graham, PE

2. License #71194.

3. Responsible for:

Division 27 – Communications

Section 271523 – Communications Optical Fiber Horizontal Cabling

Division 28 – Electronic Safety and Security

Section 282000 – Video Surveillance

Division 40 – Process Interconnections

Section 406100 – Process Control and Enterprise Management Systems

General Provisions

Section 406121.20 – Process Control System Testing

Section 406126 – Process Control System Training

Section 406193 – Process Control System Input-Output List

Section 406196 – Process Control Descriptions

Section 406343 – Programmable Logic Controllers

Section 406613 – Switches and Routers

Section 406717 – Industrial Enclosures

Section 406733 – Panel Wiring

Section 406763 – Control Panel Mounted UPS

Section 406863 – Configuration of HMI Software

Section 406866 – Configuration of Controller Software

Section 407000 – Instrumentation for Process Systems

Section 407113 – Magnetic Flow Meters

Section 407243 – Pressure and Differential Pressure Type Level Meters

Section 407326 – Gauge-Pressure Transmitters

Section 407856 – Isolators, Intrinsically Safe Barriers, and Surge

Suppressors

This item has been digitally signed and sealed by Michael Graham on the date adjacent to the seal.

END OF DOCUMENT 000107

THIS PAGE INTENTIONALLY LEFT BLANK

© 2025 CDM Smith 6295-253752

NESA Perimeter Wellfield Table of Contents

Production Well NE-LTA-09 000110 - 1

TABLE OF CONTENTS

Division Section Title

SPECIFICATIONS GROUP

DIVISION 01 – GENERAL

011000 Summary of Work

012000 Measurement and Payment

013300 Submittal Procedures

014200 References

014500 Quality Control

015000 Construction Facilities and Temporary Controls

015526 Traffic Regulation and Public Safety

015713 Temporary Erosion and Sedimentation Control For Construction Activities

Impacting Less Than One Acre, Including Construction Requiring Dewatering

016100 Material and Equipment

017300 Miscellaneous Work and Cleanup

017416 Site Clearing

017423 Cleaning

017839 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

020500 Connections to Existing Systems

022100 Lines and Grades

022200 Pre-Construction Audio-Video Recording

022501 Leakage Tests

024100 Demolition

025400 Disinfection

DIVISION 03 – CONCRETE

033000 Cast-in-Place Concrete

036000 Grouting

DIVISION 13 – SPECIAL CONSTRUCTION

133419 Metal Building Systems

DIVISION 26 - ELECTRICAL

260010 Supplemental Requirements for Electrical

260011 Facility Performance Requirements for Electrical

260510 Limited Electrical for Small Projects

260573 Power System Studies

262200 Low-Voltage Transformers

262416 Panelboards

262505 480V Control Panels

264113 Lightning Protection for Structures

264313 Surge Protective Devices for Low-Voltage Electrical Power Circuits

NESA Perimeter Wellfield Table of Contents

Production Well NE-LTA-09 000110 - 2

Collier County, Florida Issued for Bid

DIVISION 27 – COMMUNICATIONS

271523 Communications Optical Fiber Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

282000 Video Surveillance

DIVISION 31 – EARTHWORK

312316 Excavation – Earth and Rock

312319 Groundwater Control for Open Cut Excavation

312323 Backfilling

314000 Shoring, Sheeting and Bracing

DIVISION 32 – EXTERIOR IMPROVEMENTS

329200 Restoration by Sodding or Seeding

DIVISION 33 – UTILITIES

330502 High Density Polyethylene (HDPE) Pipe and Fittings

330504 Ductile Iron Pipe (DIP) and Fittings

330518 Laying and Jointing Buried Pipelines

330520 Pipe Removal and Abandonment

331200 Water Valves and Appurtenances

DIVISION 40 - PROCESS INTERCONNECTIONS

400506 Couplings, Adapters, and Specials for Process Piping

400507 Hangers and Supports for Process Piping

400519 Ductile Iron Process Pipe

400522 Stainless Steel Process Pipe

400531 Thermoplastic Process Pipe

400551 Common Requirements for Process Valves

400557 Actuators for Process Valves and Gates

400561 Gate Valves

400563 Ball Valves

400564 Butterfly Valves

400565.35 Globe Body Silent Check Valve

400567.13 Reduced-Pressure Zone Backflow Preventers for Process Service

400578.29 Combination Air Valves

406100 Process Control and Enterprise Management Systems General Provisions

406121.20 Process Control System Testing

406126 Process Control System Training

406193 Process Control System Input-Output List

406196 Process Control Descriptions

406343 Programmable Logic Controllers

406613 Switches and Routers

406717 Industrial Enclosures

406733 Panel Wiring

406763 Control Panel Mounted UPS

406863 Configuration of HMI Software

406866 Configuration of Controller Software

NESA Perimeter Wellfield Table of Contents

Production Well NE-LTA-09 000110 - 3

Collier County, Florida Issued for Bid

DIVISION 40 - PROCESS INTERCONNECTIONS (continued)

407000 Instrumentation for Process Systems

407113 Magnetic Flow Meters

407243 Pressure and Differential Pressure Type Level Meters

407326 Gauge-Pressure Transmitters

407856 Isolators, Intrinsically Safe Barriers, and Surge Suppressors

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

432520 Submersible Turbine Pumps

*Bold specs are Collier County Technical Specifications.

END OF TABLE OF CONTENTS

Division 01 General Requirements

This Page Intentionally Left Blank

Section 011000

COLLIER COUNTY SUMMARY OF WORK

TECHNICAL SPECIFICATIONS Page 1 of 4

SECTION 011000

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description of Work

B. CONTRACTOR's Use of Site

C. Work Sequence

D. COUNTY Occupancy

1.2 DESCRIPTION OF WORK

A. General: The Work to be done under this Contract is shown on the drawings and specified in Contract Documents.

B. The Work includes:

1. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel, water, tools, appliances, equipment, supplies, services and other means of construction necessary or proper for performing and completing the Work.

2. Sole responsibility for adequacy of plant and equipment.

3. Maintaining the Work area and site in a clean and acceptable manner.

4. Maintaining existing facilities in service at all times.

5. Protection of finished and unfinished Work.

6. Repair and restoration of Work or existing facilities damaged during construction.

7. Furnishing as necessary proper equipment and machinery, of a sufficient capacity, to facilitate the Work and to handle all emergencies normally encountered in Work of this character.

TECHNICAL SPECIFICATIONS Page 2 of 4

8. Furnishing, installing, and protecting all necessary guides, track rails, bearing plates, anchor and attachment bolts, and all other appurtenances needed for the installation of the devices included in the equipment specified. Make anchor bolts of appropriate size, strength and material for the purpose intended. Furnish substantial templates and shop drawings for installation.

C. Implied and Normally Required Work: It is the intent of these Specifications to provide the COUNTY with complete operable systems, subsystems and other items of Work. Any part or item of Work, which is reasonably implied or normally required to make each installation satisfactorily and completely operable, is deemed to be included in the Work and the Contract Amount. All miscellaneous appurtenances and other items of Work incidental to meeting the intent of these Specifications are included in the Work and the Contract Amount even though these appurtenances may not be specifically called for in these Specifications.

D. Quality of Work: Regard the apparent silence of the Contract Documents as to any detail, or the apparent omission from them of a detailed description concerning any Work to be done and materials to be furnished as meaning that only the best general practice is to prevail and that only materials and workmanship of the best quality are to be used. Interpretation of these specifications will be made upon this basis.

1.3 CONTRACTOR'S USE OF SITE

A. In addition to the requirements of the Supplemental Terms and Conditions, limit use of site and premises for work and storage to allow for the following:

1. Coordination of the Work under this CONTRACT with the work of the other contractors where Work under this CONTRACT encroaches on the Work of other contractors.

2. COUNTY occupancy and access to operate existing facilities.

3. Coordination of site use with ENGINEER.

4. Responsibility for protection and safekeeping of products under this

CONTRACT.

5. Providing additional off site storage at no additional cost to the COUNTY as needed.

1.4 WORK SEQUENCE

A. Construct Work in stages to accommodate the COUNTY’s use of premises during construction period and in accordance with the limitations on the sequence of construction specified. Coordinate construction schedules and operations with

ENGINEER.

TECHNICAL SPECIFICATIONS Page 3 of 4

B. Coordinate Work of all subcontractors.

1.5 COUNTY OCCUPANCY

A. The COUNTY will occupy premises during entire period of construction in order to maintain normal operations. Cooperate with the COUNTY's Manager or designee in all construction operations to minimize conflict, and to facilitate COUNTY usage.

B. Conduct operations with the least inconvenience to the general public.

1.6 PROTECTION OF EXISTING UTILITIES

A. In case of damage to existing utilities caused by construction activities, contact the owner of the utility or appropriate COUNTY department (Water or Wastewater) immediately. Repair any damage to existing utilities caused by construction activities in coordination with or as directed by the owner of the utility.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

A. Starting Work: Start Work within 10 days following the date stated in the Notice to Proceed and execute with such progress as may be required to prevent delay to other contractors or to the general completion of the project. Execute Work at such items and in or on such parts of the project, and with such forces, material and equipment, as to complete the Work in the time established by the Contract.

At all times, schedule and direct the Work so that it provides an orderly progression to completion within the specified time for completion.

END OF SECTION

TECHNICAL SPECIFICATIONS Page 4 of 4

NO TEXT FOR THIS PAGE

All Rights Reserved December 2025

NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 1 Collier County, Florida Issued for Bid

SECTION 012000 MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This section includes measurement and payment criteria applicable to portions of the Work performed under unit price, lump sum, or allowance payment methods.

1.3 UNIT QUANTITIES SPECIFIED

A. Quantities and measurements indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements supplied or placed in the Work and verified by the ENGINEER shall determine payment.

B. If the actual Work requires more or fewer quantities than those quantities indicated, provide the required quantities at the unit sum/prices contracted.

1.4 MEASUREMENT OF QUANTITIES

A. Measurement Devices:

1. Weigh Scales: Inspected, tested, and certified for use in the State of Florida by the applicable state Weights and Measures department within the past year.

2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle.

3. Metering Devices: Inspected, tested, and certified by the applicable State of Florida

Weights and Measures department within the past year.

B. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

C. Measurement of quantities expressed as volume shall be based upon a neat plan line projection to the work limits as determined by survey record drawings for each item with no additional allowances for shrinkage, swelling or creep.

1. In computing volumes of excavation and fill, the average end area method or other methods, acceptable to the ENGINEER, will be used.

NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 2 Collier County, Florida Issued for Bid

D. Measurement of quantities expressed as area shall be based upon a horizontal, planimetric projection to the work limits as determined by survey record drawings for each item with no additional allowances for slopes.

E. Measurement of linear items such as piping will be for quantities actually field installed to the specified work limits, based upon surveyed stations recorded along the straight or curved centerline of each respective item.

F. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work.

1.5 PAYMENT

A. Payment for each lump sum and unit price stated in the itemized bid schedule shall constitute full compensation for all required labor, products, tools, equipment, material, plant, transportation, services and incidentals; erection, application or installation of an item of the Work required to complete all work specified under that particular item including cleanup, and all costs for doing related work as set forth in these Specifications and /or the on the Contract Drawings or implied in carrying out their intent.

1. The price bid for each lump sum and unit price stated in the itemized bid schedule shall be deemed to include overhead and profit. CONTRACTOR’S Insurance is not a separate pay item and shall be included in the price for each lump sum and unit price stated in the itemized bid schedule.

2. Relevant specification section references are provided to facilitate pricing. However, Contractor shall, using his own judgment, determine which sections are relevant to each pay item prior to submitting a comprehensive price that covers all Work identified in the Contract Documents.

B. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities accepted by the ENGINEER multiplied by the unit sum/price for Work which is incorporated in or made necessary by the Work.

C. Requests for payment shall be in accordance with the County’s standard contract language.

D. Payment will be made to the limits as specified in the Contract Documents. If the constructed limits are less that the specified limit, payment will be made to the actual limits of construction as shown on the As-Built Drawings. Payment for quantities that exceed the specified contract limits will only be made with the approval of the ENGINEER. The payment for quantities that exceed the contract quantities can only be obtained through an approved Change Order before contract quantities are exceeded.

E. No partial payments shall be made for the installation of items that have not been tested and approved.

F. Partial payment may be requested for material delivered to the site, and adequately stored and protected until installation. Materials may be paid for at direct cost plus shipping, upon presentation of valid receipt or bill with the payment request at the sole discretion of OWNER.

All such requests must have material quantities verified by the ENGINEER prior to payment.

NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 3 Collier County, Florida Issued for Bid

1. Qualification for partial payment for materials delivered shall be in accordance with the General Conditions and the Agreement.

G. Upon installation, the unit cost for the item will be paid less any prior payments for stored material. Upon installation, an adjustment will be made in payment to account for the quantity of materials actually installed in the work. Final payment will be subject to the acceptance of the unit item following approval of final testing, if applicable. OWNER will not pay for material in excess of what is actually installed in the work.

H. Payment for unit price items (all items except Lump Sum items) will be made monthly until completion of each unit price item based on quantity estimated by CONTRACTOR and verified by ENGINEER. Final payment will be based on quantity calculated from As-Built Drawings.

1.6 VARIATIONS IN ESTIMATED QUANTITIES

A. The quantities given in the Contract Documents are approximate only and are given as a basis for the uniform comparison of bids, and the OWNER does not expressly or by implication agree that the actual amount of work will correspond therewith.

B. The CONTRACTOR must provide, for Unit Price Work, a proposed contract price determined on the basis of estimated quantities required for each item. The estimated quantities of items are not guaranteed and are solely for the purpose of comparing bids. Each such unit price will be deemed to include an amount for overhead, profit, and indirect costs for each separately defined item.

C. An increase or decrease in quantity for any unit price item shall not be regarded as sufficient grounds for an increase or decrease in the price of the items.

1.7 DEFECT ASSESSMENT

A. Replace defective Work, or portions of defective Work, not conforming to specified requirements.

B. If, in the opinion of the ENGINEER, it is not practical to remove and replace the Work, the ENGINEER will direct a remedy in accordance with the requirements of the Agreement.

1.8 NON-PAYMENT FOR REJECTED PRODUCTS

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 4 Collier County, Florida Issued for Bid

6. Loading, hauling, and disposing of rejected Products.

7. Submittal and approval of Schedule Update.

1.9 SCHEDULE OF VALUES

A. Approval of Schedule: Submit for approval a preliminary schedule of values, in duplicate, for all of the Work.

1.10 SAVINGS PROPOSALS

A. The CONTRACTOR may make proposals to change the Work, which result in savings in the cost to perform the Work. When such proposals are made, they will be referred to the ENGINEER and OWNER for evaluation. If it is determined by the OWNER that the proposal provides the same level of service and if the OWNER accepts the change, the CONTRACTOR shall provide an estimate of the savings resulting from the proposed change. A change order documenting the changes will be approved by the ENGINEER and issued by the OWNER to incorporate the changes including the savings through revised Unit Prices.

1.11 BID ITEM DESCRIPTIONS

A. ITEM 1 – MOBILIZATION AND DEMOBILIZATION

1. Measurement for payment for mobilization and demobilization as described in the Specifications will be on a lump sum basis.

2. The lump sum price bid for Mobilization and Demobilization shall be a total of not more than ten percent (10%) of the total bid amount and shall be based on mobilization costs that shall not exceed fifty percent (50%) and demobilization costs that shall not exceed fifty percent (50%) of this line item.

3. Payment for mobilization will be made at the Bid Form lump sum price which shall be full compensation for the cost of bond premiums, survey layout and record drawings, preconstruction videos, maintenance of traffic, permits, erosion and sedimentation control, and contract closeout.

B. ITEM 2 – WELL NE-LTA-09 -STRUCTURAL

1. Measurement for payment for miscellaneous structural items shall be on a lump sum basis.

2. Payment will be made at the Bid Form lump sum price for miscellaneous structural items at Well NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to install pipe supports for the aboveground wellhead piping, structural slabs and canopy structure. This item includes the delegated design of the canopy structure.

C. ITEM 3 – WELL NE-LTA-09 -ELECTRICAL

1. Measurement for payment for miscellaneous electrical shall be on a lump sum basis.

2. Payment will be made at the Bid Form lump sum price for Miscellaneous Electrical at Well

NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to install all electrical components for the well. This item will include all material and labor for the installation of conduit, wiring, electrical components, cabinets, NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 5 Collier County, Florida Issued for Bid cabinet sunshades, lightning protection system, modifications to existing control panels.

This item includes the Delegated Design of the lightning protection system in Section 264113.

1.12 ITEM 4 – WELL NE-LTA-09 - INSTRUMENTATION AND CONTROLS

A. Measurement for payment for instrumentation and controls shall be on a lump sum basis.

B. Payment will be made at the Bid Form lump sum price for Instrumentation and Controls at Well NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to construct the complete Instrumentation and Controls system associated with the well.

1.13 ITEM 5 – WELL NE-LTA-09 - WELLHEAD, PUMP, AND MOTOR

A. Measurement for payment for wellhead, pump and motor shall be on a lump sum basis.

B. Payment will be made at the Bid Form lump sum price for Wellhead, Pump and Motor at Well NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to construct the wellhead, drop pipe and accessories, pump, and motor.

1.14 ITEM 6 – WELL NE-LTA-09 -PIPING, VALVES, AND FITTINGS

A. Measurement for payment for miscellaneous piping, valves, and fittings shall be on a lump sum basis.

B. Payment will be made at the Bid Form lump sum price for Miscellaneous Piping, Valves, and Fittings at Well NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to construct the stainless steel piping, DI, PVC and/or HDPE piping, appurtenances, flow meters, valves, air release valves, fittings, sample taps, excavation, backfill, fill material, surface restoration (gravel drive and sod), testing, chlorination, dewatering, dewatering permit, and connection to existing raw water mains. Grading shall be provided around the slabs with a stepdown from the slab of no more than 8” and a grade not exceeding a 4:1 slope.

There will be no additional compensation for rock excavation.

1.15 ITEM 7 – WELL NE-LTA-09 - SITE CIVIL

A. Measurement for payment for site civil shall be on a lump sum basis.

B. Payment will be made at the Bid Form lump sum price for Site Civil at Well NE-LTA-09 which will be full compensation for all labor, materials, and equipment necessary to fill to grade, sod disturbed areas, install fencing and install gravel access drive.

NESA Perimeter Wellfield Measurement and Payment Production Well NE-LTA-09 012000 - 6 Collier County, Florida Issued for Bid

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 012000

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 1 Collier County, Florida Issued for Bid

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

B. Related Requirements:

1. Division 00

2. Division 01

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

C. Mass Submittals: Six or more submittals or items in one day or 15 or more submittals or items in one week.

1.4 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 2 Collier County, Florida Issued for Bid

2. Initial Submittal Schedule: Submit concurrently with startup construction schedule.

Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal Schedule: Submit concurrently with the first complete submittal of Contractor's construction schedule.

a. Submit revised submittal schedule as required to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

b. Specification Section number and title.

c. Submittal Category: Action; informational.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Engineer's final release or approval.

g. If CPM construction schedule is required, provide:

1) Scheduled dates for purchasing.

2) Scheduled date of fabrication.

3) Scheduled dates for installation.

4) Activity or event number.

1.5 SUBMITTAL FORMATS

A. Numbering System: Utilize the following example submittal identification numbering system to identify submittals and as file names for PDF submissions:

1. First Identifier - Alphabet Character: D, S, M or I which represents Shop Drawing (including working drawings and product data), Sample, Manual (Operating & Maintenance) or Informational, respectively.

2. Second Identifier - Next 6 or 8 Digits: Applicable Specification Section Number. Do not mix submittals from different specification sections into a single submittal.

3. Third Identifier - Next Three Digits: Sequential number of each separate item or drawing submitted under each Specification Section, in chronological order submitted, starting at 001.

4. Fourth Identifier - Last Alphabet Character: A to Z, indicating the submission (or resubmission) of the same submittal, i.e., "A" = 1st submission, "B" = 2nd submission, "C" = 3rd submission, etc.

5. EXAMPLE: D-033000.13-008-B.

a. D = Shop Drawing.

b. 03 30 00.13 = Section; use only 6 digits for sections that do not include 8 digits.

c. 008 = the eighth different submittal under this Section.

d. B = the second submission (first resubmission) of that particular shop drawing.

B. Submittal Information: Include the following information in each submittal:

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 3 Collier County, Florida Issued for Bid

1. Project name.

2. Date.

3. Name of Engineer.

4. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.

5. Category and type of submittal.

6. Submittal purpose and description.

7. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

8. Drawing number and detail references, as appropriate.

9. Indication of full or partial submittal.

10. Location(s) where product is to be installed, as appropriate.

11. Other necessary identification.

12. Remarks.

13. Signature of transmitter.

C. Options: Identify options requiring selection by Engineer.

D. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Engineer previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

E. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.

1.6 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package and transmit to Engineer by sending via email.

Include PDF transmittal form. Include information in email subject line as requested by Engineer.

a. Engineer will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of submittals for related parts of the Work specified in different Sections, so processing will not be delayed because of need to review submittals concurrently for coordination.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 4 Collier County, Florida Issued for Bid

a. Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Engineer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 30 days for initial review of each submittal (and 45 days for multi-discipline reviews). Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.

4. Sequential Review: Where sequential review of submittals by Engineer's consultants, Owner, or other parties is indicated, allow 21 days for initial review of each submittal.

5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Engineer and to Engineer's consultants, allow 30 days for review of each submittal. Submittal will be returned to Engineer before being returned to Contractor.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked with approval notation from Engineer's action stamp.

4. Repetitive Reviews: Shop drawings, O&M manuals, and other submittals will be reviewed no more than twice at the Owner's expense. All subsequent reviews will be performed at the Contractor's expense. Reimburse the Owner for all costs invoiced by Engineer for the third and subsequent reviews.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer's action stamp.

1.7 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 5 Collier County, Florida Issued for Bid

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrently with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional engineer if specified.

C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Permanently attach label on unexposed side of Samples that includes the following:

a. Project name and submittal number.

b. Generic description of Sample.

c. Product name and name of manufacturer.

d. Sample source.

e. Number and title of applicable Specification Section.

f. Specification paragraph number and generic name of each item.

3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics and identification information for record.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 6 Collier County, Florida Issued for Bid

4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Engineer will return submittal with options selected.

6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Engineer will retain two Sample sets; remainder will be returned.

1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.

2. Manufacturer and product name, and model number if applicable.

3. Number and name of room or space.

4. Location within room or space.

E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 7 Collier County, Florida Issued for Bid

F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.

G. Certificates:

1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.

2. Contractor’s Certification: Each shop drawing, working drawing, product data, and sample shall have affixed to it the following Certification Statement:

a. "Certification Statement: by this submittal, I hereby represent that I have determined and verified all field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings and all Contract requirements. "

3. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

4. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents.

Include evidence of manufacturing experience where required.

5. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

6. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

7. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of AWS B2.1/B2.1M on AWS forms. Include names of firms and personnel certified.

H. Test and Research Reports:

1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.

2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 8 Collier County, Florida Issued for Bid

5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers' names.

e. Description of product.

f. Test procedures and results.

g. Limitations of use.

1.8 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Engineer.

B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.

1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

1.9 PROPOSED PRODUCT LIST

A. Within 15 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, indicate manufacturer, trade name, model or catalog designation, and reference standards.

1.10 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer.

NESA Perimeter Wellfield Submittal Procedures Production Well NE-LTA-09 013300 - 9 Collier County, Florida Issued for Bid

B. Contractor Responsible for:

1. Determination and verification of materials including manufacturer’s catalog numbers.

2. Determination and verification of field measurements and field construction criteria.

3. Checking and coordinating information in submittal with requirements of Work and of

Contract Documents.

4. Determination of accuracy and completeness of dimensions and quantities.

5. Confirmation and coordination of dimensions and field conditions at Site.

6. Construction means, techniques, sequences, and procedures.

7. Safety precautions.

8. Coordination and performance of Work of all trades.

9. Other requirements enumerated in Contract Documents.

C. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp. Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

1. Engineer will not review submittals received from Contractor that do not have Contractor's review and approval.

1.11 ENGINEER'S REVIEW

A. Do not make mass submittals to Engineer. If mass submittals are received, Engineer's review time stated above will be extended as necessary to perform proper review. Engineer will review mass submittals based on priority determined by Engineer after consultation with Owner and Contractor.

B. Action Submittals: Engineer will review each submittal, indicate corrections or revisions required, and return.

1. PDF Submittals: Engineer will indicate, via markup on each submittal, the appropriate action.

C. Informational Submittals: Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Engineer will forward each submittal to appropriate party.

D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Engineer.

E. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

F. Engineer will return without review submittals received from sources other than Contractor.

G. Submittals not required by the Contract Documents will be returned by Engineer without…